| Literature DB >> 32576207 |
Huizhi Wang1, Min Zhang2, Cheng-Kung Cheng3,4,5.
Abstract
BACKGROUND: Deteriorated bone-graft interaction at the tunnel entrance following ACL reconstruction (ACLR) is considered one of the primary causes of long-term tunnel enlargement and graft wear. Methods have been introduced to improve the long-term outcome, such as novel graft materials or alternative fixation methods, but have been met with varying degrees of success. This study aims to design a protection liner to improve the bone-graft interaction at the tunnel entrances.Entities:
Keywords: ACL reconstruction; Biomechanics; Bone tunnel enlargement; Finite element analysis; Graft wear; Implant; Sports medicine
Mesh:
Year: 2020 PMID: 32576207 PMCID: PMC7310529 DOI: 10.1186/s13018-020-01755-x
Source DB: PubMed Journal: J Orthop Surg Res ISSN: 1749-799X Impact factor: 2.359
Fig. 1a Graft redirects at tunnel entrance in traditional ACL reconstruction. b Protection liner has a rounded surface which may improve the bone-graft interaction at tunnel entrance
Fig. 2a Geometry of the protection liner. b Cross section of the protection liner
Fig. 3Reconstructed geometry of a human cadaveric knee
Definition of mechanical properties of tissues in the knee model
| Tissue | Material type | Mechanical parameters |
|---|---|---|
| Bone | Isotropic elastic | Young’s modulus = 0.4 GPa, Poisson’s ratio |
| Cartilage | Isotropic elastic | Young’s Modulus = 5 MPa, Poisson’s ratio |
| Menisci | Orthotropic elastic | |
| ACL | Isotropic hyperelastic | Veronda-Westmann: α = 0.3 MPa, β = 12.20 |
| PCL | Isotropic hyperelastic | Veronda-Westmann: α = 0.18 MPa, β = 17.35 |
| MCL and LCL | Isotropic hyperelastic | Mooney-Rivlin: C1 = 30.1 MPa, C2 = − 27.1 MPa |
Fig. 4Simulation of ACLR using the novel protection liner. a ACLR using a single liner setup. b ACLR using a double liner setup
Fig. 5Femoral and tibial tunnel entrances divided into four zones
Anterior tibial translation, valgus tibial rotation, internal tibial rotation, and in situ force in the ACL obtained from robotic testing and finite element model under the loading condition (i) 134 N anterior tibial load; (ii) 10 Nm valgus tibial moment; (iii) 10 Nm internal tibial moment at a joint flexion angle of 30°
| 134 N Anterior tibial load | 10 Nm valgus tibial moment | 10 Nm internal tibial moment | ||||
|---|---|---|---|---|---|---|
| Anterior tibial translation (mm) | In situ force in the ACL (N) | Valgus tibial rotation (°) | In situ force in the ACL (N) | Internal tibial rotation (°) | In situ force in the ACL (N) | |
| Experimental (robotic) | 5.1 | 124 | 5 | 42 | 22 ± 3 | 41 ± 21 |
| Computational (finite element) | 5.2 | 123 | 4 | 41 | 19 | 62 |
Fig. 6Stress distribution around tunnel entrances and on the ACL graft following traditional ACLR
Maximum von Mises stress (MPa) at different zones of the tunnel entrances in each model under the loading condition 103 N anterior tibial load + 7.5 Nm internal tibial moment + 6.9 Nm valgus tibial moment at a joint flexion angle of 20°
| Femoral tunnel entrance | Tibial tunnel entrance | |||||||
|---|---|---|---|---|---|---|---|---|
| A zone | D zone | Pos zone | Pro zone | A zone | L zone | M zone | P zone | |
| Intact | 5.56 | 0.56 | 0.21 | 1.33 | 1.13 | 0.48 | 0.47 | 0.25 |
| Traditional ACLR | 0.94 | 4.54 | 0.64 | 0.35 | 0.29 | 0.38 | 1.75 | 0.66 |
| Double liner (Ti-6Al-4V, 110 GPa) aided ACLR | 1.29 | 0.52 | 0.26 | 0.70 | 0.45 | 0.46 | 0.33 | 0.78 |
| Double liner (PEEK, 3500 MPa) aided ACLR | 0.83 | 1.67 | 0.47 | 0.41 | 0.25 | 0.22 | 0.71 | 0.46 |
| Double liner (CoCrMo, 240 GPa) aided ACLR | 1.32 | 0.64 | 0.26 | 0.74 | 0.48 | 0.50 | 0.32 | 0.79 |
| Single liner aided ACLR | 1.37 | 0.73 | 0.29 | 0.72 | 0.27 | 0.37 | 1.52 | 0.54 |